| Foundation
Support
PIER MASTERSSM, a division of Kansas City Master
CompaniesSM, offers two primary methods of
steel foundation support: Resistance
Pier Systems for Underpinning and Helical Systems for New and Existing Construction and Restoration to:
- Restore settling or sliding
buildings
- Add new foundation to
support building expansion (internal or external)
- Prevent damage from equipment vibration
- Build economically on
marginal soil
- Restore a cracked
basement wall that threatens to collapse
Determining the Correct Application
for your situation: Understanding the cause of and solutions to your problems is one of the most
critical aspects of our services. We offer a unique approach unmatched by any. Click here.
Helical Systems
Features and Advantages
Manufactured ... by Atlas Systems, Inc. the largest manufacturer of
foundation support products.
Resistance Pier
Systems

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To restore and/or stabilize
structures whose settlement has resulted from a wide variety of soil problems.
Foundation settlement
and movement can be caused by building on expansive clay, compressible or improperly
compacted fill soils, or improper maintenance around foundations. Whatever the cause,
settlement can destroy the value of structures and even render them unsafe.
Properly installed, Pier
MastersSM Piers can prevent settlement, stabilize foundations
and restore settled structures nearly to their
original position, often closing structural defects, such as cracks and deformities,
caused by settlement. Because the solution is both permanent and economically attractive,
the structures retain or recover their value.
Ultimate pier load
capacities range from 80,000 to 90,000 pounds per assembly depending on assembly utilized.
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| Before: |
The chimney on this home had separated so far that sparrows were nesting in the
attic and rain was penetrating the roof. |
| After: |
Instead of tearing down the chimney and building a new one, the owner opted for
Pier MastersSM Piers, which stabilized the chimney and raised it back to vertical. |

| Before: |
Operations had to
halt at this cold storage facility because the structure had
been constructed on organic material 18 feet deep. |
| After: |
Pier Master
Continuous Lift Piers are the settlement solution. |

Helical
Systems Helical
Systems provide stabilization for both new and existing construction
and restoration.
Installed vertically through problems soils
until load-bearing soils are reached, they protect new construction built on
marginal soils and serve as underpinning to stabilize and restore slabs
damaged by expansive soils, erosion or poorly compacted fill soils.
Installed laterally as tiebacks, Pier MastersSM
helical systems can stabilize and restore walls that have been improperly
constructed or damaged by poor drainage or expansive soils.
Ultimate load capacities range from 36,000
per 110,00 pounds in tension capacity and from 14,000 to 5,000 pounds in
compressive capacity, depending on the assembly shaft size.

- Fast Installation: Can Be
Installed In Confined Areas Within Days
- Unmatched Strength and
Integrity: No Vibration, Structurally tied to grade beams or
footings.
- Verifiable Support: by optional
post-installation load testing.
New Construction- This home
was built on uncontrolled fill soils. Conventional concrete piers
were not acceptable because truck access was unachievable.
The pier-and-grade
beam structure was a perfect candidate for our construction piers to
prevent settlement.

Tieback- Fill material behind the
foundation stem wall in this upscale home caused the wall to bow out. Eight
tieback Anchors on the eight-foot high, ten-inch thick reinforced concrete
wall succeeded in stabilizing it.
Tieback anchors can stabilize and
restore falling basement walls. Use
with problems due to:
- poor drainage with build-up of hydrostatic
pressure,
- improper construction causes a wall to
fail under pressure,
- expansive soils create stress exceeding
the design load
Slab piers stabilize
slabs quickly without damaging the structure or disrupting the
occupants' routine.

Use with problems due
to:
- poorly compacted fill soils collapse under
a constant load.
- expansive soils (from leaks, etc.) shift
the design loads.
- erosion removes upper supportive soils.

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